CN102251585B - Eave connecting part, building framework structure and mounting method - Google Patents

Eave connecting part, building framework structure and mounting method Download PDF

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Publication number
CN102251585B
CN102251585B CN 201110114966 CN201110114966A CN102251585B CN 102251585 B CN102251585 B CN 102251585B CN 201110114966 CN201110114966 CN 201110114966 CN 201110114966 A CN201110114966 A CN 201110114966A CN 102251585 B CN102251585 B CN 102251585B
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CN
China
Prior art keywords
side bar
eaves connector
tie
peg
eaves
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Expired - Fee Related
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CN 201110114966
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Chinese (zh)
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CN102251585A (en
Inventor
杨东佐
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Individual
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Individual
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Priority to CN 201110114966 priority Critical patent/CN102251585B/en
Publication of CN102251585A publication Critical patent/CN102251585A/en
Priority to PCT/CN2012/075100 priority patent/WO2012149910A1/en
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Publication of CN102251585B publication Critical patent/CN102251585B/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention relates to an eave connecting part. The eave connecting part comprises an eave connecting part body, a beam plug-in connector and a side beam support connector, which are molded in one body; a building framework structure comprises more than one side beam, more than two connecting beams and the eave connecting parts of which the number is same as the number of the connecting beams; the beam plug-in connectors of the eave connecting parts are fixed to the end parts of the connecting beams in a plug-in connection way, and the end parts of the side beams are supported and fixed on the corresponding side beam support connectors; and a mounting method comprises the following steps: firstly fixing the connecting beams, further fixing the eave connecting parts and the connecting beams together in a plug-in connection way and finally fixing the side beams and the eave connecting parts. The invention has the advantages that, when in mounting, the eave connecting parts can be pushed to the required positions in the direction of the connecting beams by only applying force from one direction and then the eave connecting parts and the connecting beams can be fixed, so that the mounting and the position adjustment between the eave connecting parts and the connecting beams are convenient, time-saving and labor-saving.

Description

A kind of eaves connector, building frame construction and mounting method
Technical field
The present invention relates to a kind of eaves connector, building frame construction and mounting method of building frame construction for building, particularly relate to eaves connector, frame construction and the mounting method of the frame steel structures such as a kind of house balcony, booth eaves, building eaves.
Background technology
The frame steel structure of the eaves such as existing light-duty steel construction house, pavilions, terraces and open halls, a kind of is that the end face of a beam and the side of another root beam are welded, or the end face of two beams is welded together, and this connected mode is stressed poor, and difficulty of construction is large; A kind of is that connector by the modes such as securing member or welding and non-grafting is fixed together the end of two beams, this connected mode, the gravity of the plate of the gravity of beam and beam upper support etc. all focuses on the securing member or the node location of welding at last, the link position between stress concentrations Yu Liang and the beam and make link position stressed poor, connect fragile defective; If do not use additional connector, because need the end face of a beam and the side of another root beam are fixed, securing member can't be realized; A kind of is to need to use the constructional materialss such as cement, timber, destroys ecological; When building was removed, building material can't be reused, and causes the wasting of resources, produced a large amount of building wastes and was difficult to process.
Summary of the invention
First technical problem that will solve of the present invention is, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the eaves connector of the connected node position of tie-beam and side bar.
Second technical problem that will solve of the present invention be, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the building frame construction of the connected node position of tie-beam and side bar.
The 3rd technical problem that will solve of the present invention be, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the mounting method of the building frame construction of the connected node position of tie-beam and side bar.
A kind of eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar supported joint of eaves connector body; Be provided with the side bar horizontal support face of direct support edge beam end at the side bar supported joint, be provided with at the beam connection-peg and be connected the tie-beam that beam keeps out up and down and keep out face.
The first as scheme one is improved, and the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The angle of two side bar supported joints is 180 °.
The second as scheme one improves, and the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The angle of two side bar supported joints more than or equal to 90 ° less than 180 °.
As the third improvement of scheme one, beam connection-peg level is convexly equipped with eaves connector body, vertically convexes with edge column post connection-peg in end face or the bottom surface of eaves connector body.
The first as scheme one to four is improved jointly, and the beam connection-peg comprises the protuberance of outward extending two symmetries of the same face of vertical eaves connector body and horizontal Tile; The face that eaves connector body extends protuberance is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two faces that two protuberances are relative form and are connected that face is kept out on a tie-beam left side of keeping out about beam, face is kept out on the tie-beam right side, and the upper and lower surfaces of two protuberances form to be connected to keep out under face, the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
The second as scheme one to four improves jointly, and the beam connection-peg comprises the vertical outward extending square-tube-shaped protuberance of a face from eaves connector body; The face that extends the square-tube-shaped protuberance at eaves connector body is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two lateral surfaces are respectively and are connected that face is kept out on a tie-beam left side of keeping out before and after the beam and face is kept out on the tie-beam right side about the square-tube-shaped protuberance, and up and down two lateral surfaces of square-tube-shaped protuberance are respectively to be connected to keep out under face and the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
As the third common improvement of scheme one to four, the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support side bar at the side protuberance; Be provided with side by side the stopper protrusion of two symmetries in the end face level that makes progress of side protuberance, the gap between two stopper protrusions forms the first storage tank of vertical component effect that accommodating end is processed to the side bar end of T font.
As the 4th kind of common improvement of scheme one to four, the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support and connection side bar thereon at the side protuberance; End face at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the second storage tank of accommodating side bar end; Supporting the side bar horizontal plane is the bottom surface of the second storage tank.
Building frame construction comprises the side bar that also comprises more than one, the tie-beam more than two, the eaves connector identical with the tie-beam number; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with obliquely the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
The first as scheme nine is improved, and tie-beam is H shaped steel or i shaped steel; The beam connection-peg comprises outward extending two symmetries of the same face of vertical eaves connector body and protuberance side by side; Two protuberances of beam connection-peg insert an end of tie-beams, thereby the connecting portion of tie-beam is contained in two gaps between the protuberance and the socket connection of tie-beam end, two protuberances be connected beam from about up and down four direction keep out.
The second as scheme nine improves, and tie-beam is square steel pipe; The square-tube-shaped protuberance that it is Q-RING that the beam connection-peg comprises from the vertical outward extending cross section of a face of eaves connector body; With the socket connection of tie-beam end, the square-tube-shaped protuberance is connected beam and keeps out up and down in the square cavities of square-tube-shaped protuberance insertion tie-beam one end of beam connection-peg.
As the third improvement of scheme nine, side bar is H shaped steel or I-steel, and the end of side bar is processed into the T font; End face level at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the first storage tank, is provided with securing member retaining thread hole at each sidewall of the first storage tank; The horizontal part of the T font end of side bar directly is supported on the end face of spacing protuberance, vertical component effect is contained in the first storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and side bar by securing member is pegged graft side bar and two stopper protrusions.
As the 4th kind of improvement of scheme nine, side bar is H shaped steel or I-steel or channel-section steel or square steel pipe; End face at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the second storage tank; The end of side bar is contained in the bottom that also directly is supported on the second storage tank in the second storage tank and is connected with the side protuberance.
Jointly improve to the first of scheme 13 as scheme nine, the eaves connector comprises the first eaves connector, the second eaves connector, and tie-beam comprises the first tie-beam, the second tie-beam;
The first eaves connector comprises that integrated the first eaves connector body, one from the first eaves connector body level or the beam connection-peg that protrudes obliquely, are convexly equipped with the side bar supported joint of eaves connector body from a side along continuous straight runs of the first eaves connector body;
The second eaves connector and the first eaves connector are symmetrical about the vertical plane of its center;
The beam connection-peg of the first eaves connector is pegged graft and is fixed on the first tie-beam, the beam connection-peg of the second eaves connector is pegged graft and is fixed on the second tie-beam, is fixed with described side bar in the first eaves connector, side bar supported joint upper support that the second eaves connector is relative.
As the further improvement of such scheme, tie-beam also comprises the 3rd tie-beam, and the eaves connector also comprises the 3rd eaves connector of pegging graft and fixing with the 3rd tie-beam;
Two side bar supported joints that the 3rd eaves connector comprises integrated the 3rd eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 3rd eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 3rd adjacent eaves connector body;
The first tie-beam, the 3rd tie-beam, the second tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 3rd eaves connector at the first eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the second eaves connector at the 3rd eaves connector is fixed with described side bar.
Jointly improve as scheme nine the second to scheme 13, the eaves connector comprises the 4th eaves connector, the 5th eaves connector, and tie-beam comprises the 4th tie-beam, the 5th tie-beam;
The 4th eaves connector comprises that integrated the 4th eaves connector body, one are from the 4th eaves connector body level or the beam connection-peg that protrudes obliquely, be convexly equipped with two side bar supported joints of the 4th eaves connector body from the adjacent two sides along continuous straight runs of the 4th eaves connector body, two side bar supported joints are positioned at the both sides of the 4th beam connection-peg, the angle of two the 4th side bar supported joints more than or equal to 90 ° less than 180 °; The 5th eaves connector and the 4th eaves connector are symmetrical about the vertical plane of center;
The beam connection-peg of the 4th eaves connector is pegged graft and is fixed on the 4th tie-beam, the beam connection-peg of the 5th eaves connector is pegged graft and is fixed on the 5th tie-beam, and the side bar supported joint upper support relative with the 5th eaves connector at the 4th eaves connector is fixed with described side bar.
As the further improvement of such scheme, tie-beam also comprises the 6th tie-beam, and the eaves connector also comprises the 6th eaves connector of pegging graft and fixing with the 6th tie-beam;
Two side bar supported joints that the 6th eaves connector comprises integrated the 6th eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 6th eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 6th adjacent eaves connector body;
The 4th tie-beam, the 6th tie-beam, the 5th tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 6th eaves connector at the 4th eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the 5th eaves connector at the 6th eaves connector is fixed with described side bar.
As scheme nine the third common improvement to scheme 13, also comprise first side column, Second Edge column, first side beam column connection part, Second Edge beam column connection part; The eaves connector comprises the 7th eaves connector, the 9th eaves connector, and tie-beam comprises the 7th tie-beam, the 9th tie-beam;
Beam connection-peg and side bar supported joint that the 7th eaves connector comprises integrated the 7th eaves connector body, is convexly equipped with from two adjacent side along continuous straight runs of the 7th eaves connector body, the edge column connection-peg that vertically is convexly equipped with from the end face of the 7th eaves connector body;
Side bar supported joint or side bar connection-peg that the first side beam column connection part comprises integrated first side beam column connection part body, is convexly equipped with from two adjacent side along continuous straight runs of first side beam column connection part body, the edge column connection-peg that vertically is convexly equipped with from the bottom surface of first side beam column connection part body;
The 9th eaves connector and the 7th eaves connector are symmetrical about the vertical plane of its center; Second Edge beam column connection part and first side beam column connection part are symmetrical about the vertical plane of its center;
The 7th tie-beam and the 9th tie-beam along continuous straight runs array; The beam connection-peg of the 7th eaves connector, the 9th eaves connector is pegged graft fixing with the 7th tie-beam and the 9th tie-beam respectively; The side bar supported joint upper support relative with the 9th eaves connector at the 7th eaves connector is fixed with described side bar; First side column, Second Edge column are pegged graft respectively and are fixed on the edge column connection-peg of the 7th eaves connector, the 9th eaves connector; On the side bar connection-peg of first side beam column connection part or the side bar supported joint be fixed with and the 7th tie-beam described side bar of array from bottom to top vertically; On the side bar connection-peg of Second Edge beam column connection part or the side bar supported joint fixing with the 9th tie-beam described side bar of array from bottom to top vertically; Side bar supported joint or the side bar connection-peg relative with the Second Edge beam column connection part at the first side beam column connection part are fixed with described side bar; The edge column connection-peg of first side beam column connection part, Second Edge beam column connection part is pegged graft respectively and is fixed on first side column, the Second Edge column.
As the further improvement of such scheme, also comprise the 3rd edge column, the 3rd side bar post connector, tie-beam comprises also and the 11 tie-beam that the eaves connector also comprises the 11 eaves connector of pegging graft and fixing with the 11 tie-beam;
Two side bar supported joints that the 11 eaves connector comprises integrated the 11 eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 11 eaves connector body, from with two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs is convexly equipped with on the side of the 11 adjacent eaves connector body, the edge column connection-peg that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body;
Two side bar supported joints that the 3rd side bar post connector comprises integrated the 3rd side bar post connector body, be convexly equipped with from two opposing side along continuous straight runs of the 3rd side bar post connector body or side bar connection-peg, the edge column connection-peg that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body; The 7th tie-beam, the 11 tie-beam, the 9th tie-beam be the along continuous straight runs array successively;
The side bar supported joint upper support relative with the 11 eaves connector at the 7th eaves connector is fixed with described side bar; The side bar supported joint relative with the 9th eaves connector at the 11 eaves connector is fixed with described side bar; Side bar supported joint or the side bar connection-peg relative with the 3rd side bar post connector at the first side beam column connection part are fixed with described side bar; On the 3rd side bar post connector side bar supported joint relative with the Second Edge beam column connection part or the side bar connection-peg be fixed with described side bar; The 3rd edge column is pegged graft and is fixed on the edge column connection-peg of the 11 eaves connector.
A kind of mounting method of building frame construction, building frame construction comprise eaves connector, tie-beam, side bar; The eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar supported joint of eaves connector body; Mounting method comprises:
First tie-beam is fixed on the desired location of main frame structure;
The beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam; After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar by the side bar supported joint, again the end of side bar is fixed with corresponding side bar supported joint.
The beneficial effect of the relative prior art of the present invention is:
First tie-beam is fixed on the position that needs, namely on the main frame structure, tie-beam can directly be welded on the main frame structure, also can be fixed on the connector of main frame structure; Then the beam connection-peg of eaves connector is inserted the end of tie-beam, because eaves connector and tie-beam socket connection, it is spacing that the beam connection-peg of eaves connector is connected five directions of beam, during installation, only need from a direction application of force just can be pushed up the eaves connector position from needs to the tie-beam direction, and then eaves connector and tie-beam fixed, like this installation between eaves connector and the tie-beam and position easy to adjust, save time, laborsaving.After finishing tie-beam, eaves connector fixing, side bar is placed between two adjacent eaves connectors, directly support side bar by the eaves connector, again the end of side bar is fixed with corresponding eaves connector, when like this side bar and eaves connector being fixed together, side bar does not need extra support, thus the convenient fixing of side bar and eaves connector, save time, laborsaving.Adopt connection side bar and the tie-beam of eaves connector, power is not concentrated in the connected node position of side bar and tie-beam, and is stressed good.
Relatively existing construction steel structure frameworks, in order to realize the connection between beam and the beam, the design that also need be connected to connection end separately, processing, when beam is wanted the Application standard section bar, it connects the end and just must design in addition and process, when not then specially manufacturing of Application standard section bar of beam, dual mode all can't be realized standardized production in enormous quantities, beam or column dimension mismachining tolerance also occur easily and produce the connection error, make the very difficult transmission of well bearing the power of building weight loading and load of link position of original just fragility, and the eaves connector of present technique in enormous quantities standardization produce in advance, and become standard building materials commodity and carry out market circulation, do not need ready-made processing, can reduce production costs.The eaves connector is made in batch production, and Assembling is also reusable after pulling down with the Liang Yuliang of various sizes all size Optional assembling at the scene, the minimizing building waste.Realize the standardization of eaves connector, generalization, easy construction alleviates constructor's labour intensity, has solved existing engineering construction surrounding environment is polluted the problem large, that noise is high, the cycle is long, the quality project rate is low.
The beam connection-peg adopts the mode of two protuberances, with the end of the tie-beam of H shaped steel or i shaped steel peg graft convenient, and the tie-beam and the eaves connector that are plugged in together is fixing also convenient.
The beam connection-peg adopts the mode of square-tube-shaped protuberance, with the end of the tie-beam of square steel pipe peg graft convenient, and the tie-beam and the eaves connector that are plugged in together is fixing also convenient.
The vertical component effect that the end is processed into the tie-beam of the H shaped steel of T font or i shaped steel is contained in the first storage tank, makes side bar more convenient with being connected of eaves connector, and the side bar and the eaves connector that link together is fixing also more convenient.
The end of side bar is contained in the second storage tank, makes side bar more convenient with being connected of eaves connector, and the side bar and the eaves connector that link together is fixing also more convenient.
The eaves connector comprises the edge column connection-peg, and the angle of the direction that the beam connection-peg is convexly equipped with from the connector body and the horizontal support face of side bar supported joint equals 0 °, and the eaves connector of this structure is convenient to build the balcony with guardrail, and simple in structure, easy for installation.
Mounting method of the present invention, laborsaving, quick and easy.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
Fig. 2 is the schematic perspective view of the embodiment of the invention 2.
Fig. 3 is the schematic perspective view of the embodiment of the invention 3.
Fig. 4 is the schematic perspective view of the embodiment of the invention 4.
Fig. 5 is the schematic perspective view of the embodiment of the invention 5.
Fig. 6 is the schematic perspective view of the embodiment of the invention 6.
Fig. 7 is the schematic perspective view of the embodiment of the invention 7.
Fig. 8 is the schematic perspective view of the embodiment of the invention 8.
Fig. 9 is the schematic perspective view of the embodiment of the invention 9.
Figure 10 is the schematic perspective view of the embodiment of the invention 10.
Figure 11 is the schematic perspective view of the embodiment of the invention 11.
Figure 12 is the schematic perspective view of the first beam column connection part of the embodiment of the invention 11.
Figure 13 is the schematic perspective view of the second beam column connection part of the embodiment of the invention 11.
Figure 14 is the schematic perspective view of the third beam column connection part of the embodiment of the invention 11.
Figure 15 is the schematic perspective view of the 4th kind of beam column connection part of the embodiment of the invention 11.
Figure 16 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 11.
Figure 17 is the schematic perspective view of the embodiment of the invention 12.
Figure 18 is the schematic perspective view of the first beam column connection part of the embodiment of the invention 12.
Figure 19 is the schematic perspective view of the second beam column connection part of the embodiment of the invention 12.
Figure 20 is the schematic perspective view of the third beam column connection part of the embodiment of the invention 12.
Figure 21 is the schematic perspective view of the 4th kind of beam column connection part of the embodiment of the invention 12.
Figure 22 is the schematic perspective view of the embodiment of the invention 13.
Figure 23 is the schematic perspective view of the embodiment of the invention 14.
Figure 24 is the schematic perspective view of the beam column connection part of the embodiment of the invention 14.
Figure 25 is the schematic perspective view of the embodiment of the invention 15.
The specific embodiment
Embodiment 1
As shown in Figure 1, a kind of eaves connector of building frame construction, comprise the tie-beam end that integrated eaves connector body 1, insertion are mated and protrude obliquely 2, two supports of beam connection-peg side bar end, orthogonal side bar supported joint 17, side bar supported joint 18 parallel with horizontal plane of eaves connector body 1.
Side bar supported joint 17, side bar supported joint 18 include the side protuberance 3 that extends from the lateral vertical of eaves connector body 1, be the direct support side bar horizontal plane of support side bar at the end face 4 of side protuberance 3; Extend vertically upward again outward at the end face 4 of side protuberance 3 and be provided with stopper protrusion 5 two symmetries, that level is arranged side by side, stopper protrusion 6, gap between stopper protrusion 5, the stopper protrusion 6 forms the first storage tank 7 of vertical component effect that accommodating end is processed to the side bar end of T font, the flat round platform 9 that is provided with in bottom of the groove that forms with side protuberance 3 respectively in stopper protrusion 5, stopper protrusion 6, between round platform 9, be connected with reinforcing rib 10, in each round platform 9, be provided with through hole 11.
Beam connection-peg 2 comprise two from eaves connector body 1 end face obliquely vertical extend the symmetry that forms, opening is towards U-shaped piece 12 both sides, horizontal Tile, U-shaped piece 13, base plane at the U-lag of U-shaped piece 12, U-shaped piece 13 is provided with round platform 14, between round platform 14, be connected with reinforcing rib 15, in each round platform, be provided with through hole 16.
Eaves connector body 1 extends the face 20 of U-shaped piece 12, U-shaped piece 13 and keeps out face for the tie-beam end face of keeping out the tie-beam end face that is mated.The relative face 19 of U-shaped piece 12 and U-shaped piece 13 is kept out face after for the tie-beam that is connected beam and keeps out, and it is to be connected the tie-beam that beam keeps out to keep out face that U-shaped piece 13 and U-shaped piece 12 relative faces reach vertical side to the opposite.
Embodiment 2
As shown in Figure 2, as different from Example 1, two side bar supported joints 30,31 are located along the same line.
Embodiment 3
As shown in Figure 3, as different from Example 1, side bar supported joint 35 is one.
Embodiment 4
As shown in Figure 4, a kind of eaves connector of building frame construction, comprise that integrated eaves connector body 41, insertion be mated with the tie-beam end and protrude 42, two supports of beam connection-peg of eaves connector body 41 square-tube-shapeds side bar end, orthogonal side bar supported joint 43 with U-shaped groove 45, the side bar supported joint 44 parallel with horizontal plane.Side bar supported joint 43, side bar supported joint 44 are positioned at the both sides of beam connection-peg 42.Four sides of square-tube-shaped protuberance are to be connected the tie-beam that beam keeps out to keep out face.The bottom surface of groove is for supporting the side bar horizontal plane.
Lateral surface at U-shaped groove 45 is provided with circular bosses 46, is connected with reinforcing rib 47 46 of circular bosses, is provided with through hole 48 in circular bosses.
Embodiment 5
As shown in Figure 5, as different from Example 4, side bar supported joint 60, side bar supported joint 61 are located along the same line.
Embodiment 6
As shown in Figure 6, a kind of eaves connector of building frame construction, comprise that integrated eaves connector body 71, insertion be mated with the tie-beam end and protrude the side bar supported joint 74 of 72, one supports of square tube ellbeam connection-peg of eaves connector body 71 side bar end band U-shaped groove 73 parallel with horizontal plane.U-shaped groove 73 the bottom surface for supporting the side bar horizontal plane.Four sides of the square-tube-shaped protuberance of beam connection-peg 72 are to be connected the tie-beam that beam keeps out up and down to keep out face.U-shaped groove 73 sidewall outwardly be provided with tapped through hole 75.Each face at the square-tube-shaped protuberance is equipped with elastic tongue 76, and elastic tongue 76 is connected on the square-tube-shaped protuberance away from an end of eaves connector body 71, and elastic tongue 76 is free end towards an end of eaves connector body 71.Beam connection-peg 72 is L shaped with 74 one-tenth of side bar supported joints.
Embodiment 7
As shown in Figure 7, as different from Example 6, the side bar supported joint is two, becomes yi word pattern, i.e. side bar supported joint 80, side bar supported joint 81, side bar supported joint 80, beam connection- peg 82,81 one-tenth T shapes of side bar supported joint.
Embodiment 8
As shown in Figure 8, as different from Example 6, the post connection-peg 92 of the square-tube-shaped that the eaves connector also is convexly equipped with straight up from eaves connector body 91.Four sides at the post connection-peg 92 of square-tube-shaped are equipped with elastic tongue 93, and elastic tongue 93 is connected on the vertical square-tube-shaped protuberance away from an end of eaves connector body 91, and elastic tongue 93 is free end towards an end of eaves connector body 91.
Embodiment 9
As shown in Figure 9, as different from Example 8, the side bar supported joint is two, i.e. side bar supported joint 95, side bar supported joint 96, side bar supported joint 95, side bar supported joint 96 conllinear.
Embodiment 9
As shown in Figure 9, as different from Example 8, post connection-peg 100 is convexly equipped with vertically upward from eaves connector body 99.
Embodiment 10
As shown in figure 10, as different from Example 1, the angle of two side bar supported joints 105, side bar supported joint 106 is 135 °.
Embodiment 11
As shown in figure 11, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1030, column 1032, column 1033, column 1035, be distributed in the column 1031 of the center of column 1030, column 1032 lines, be distributed in the column 1034 of the center of column 1033, column 1035 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1036, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, beam column connection part 1041 on column 1030, column 1031, column 1032, column 1033, column 1034, the column 1035.
As shown in figure 12, beam column connection part 1036 comprises beam column connection part body 1000, the orthogonal horizontal support joint 1001, the horizontal support joint 1002 that are convexly equipped with from beam column connection part body 1,000 two adjacent side levels, the lower pillar stand connection-peg 1003 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1000, the oblique upper support joint 1004 of top layer from beam column connection part body 1000 is convexly equipped with obliquely deviates from the tie-beam connection-peg 1005 that oblique upper support joint 1,004 one skew backs of top layer are convexly equipped with downwards from beam column connection part body 1000.The oblique upper support joint 1004 of top layer be positioned at horizontal support joint 1001 directly over.
As shown in figure 13, what beam column connection part 1037 and beam column connection part 1036 were different is, the horizontal support joint is three, become the T font, be horizontal support joint 1006, horizontal support joint 1007, horizontal support joint 1008, the oblique upper support joint 1009 of top layer be positioned at horizontal support joint 1006, horizontal support joint 1008 all vertical horizontal support joint 1007 directly over.
Beam column connection part 1038 is symmetrical about the horizontal plane of its center with beam column connection part 1036.Beam column connection part 1041, beam column connection part 1040, beam column connection part 1039 are symmetrical about the horizontal plane of its center with beam column connection part 1036, beam column connection part 1037, beam column connection part 1038 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1036, the crossbeam 1042 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1037, be supported on beam column connection part 1037, the crossbeam 1043 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1038, be supported and fixed on beam column connection part 1039, the crossbeam 1044 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1040 is supported and fixed on beam column connection part 1040, the crossbeam 1045 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1041.
Building frame construction also comprises the identical beam column plane plug connector 1047 of structure, beam column plane plug connector 1051, beam column plane plug connector 1055.As shown in figure 16, beam column plane plug connector 1047 comprises beam column plane plug connector body 1090, two horizontal directions are convexly equipped with 1093, one post connection-pegs 1092 that vertically upwards are convexly equipped with beam column plane plug connector body of beam connection-peg 1091, beam connection-peg of beam column plane plug connector body.With two beam connection-pegs of beam column plane plug connector 1047 peg graft fixing crossbeam 1046, crossbeams 1049, with the post connection-peg of the beam column plane plug connector 1047 fixing column 1048 of pegging graft.The other end of crossbeam 1046, crossbeam 1047 is supported on respectively on the horizontal support joint of beam column connection part 1036, beam column connection part 1041.With two beam connection-pegs of beam column plane plug connector 1051 peg graft fixing crossbeam 1050, crossbeams 1053, with the post connection-peg of the beam column plane plug connector 1051 fixing column 1052 of pegging graft.The other end of crossbeam 1050, crossbeam 1053 is supported on respectively on the horizontal support joint of beam column connection part 1037, beam column connection part 1040.With two beam connection-pegs of beam column plane plug connector 1055 peg graft fixing crossbeam 1054, crossbeams 1057, with the post connection-peg of the beam column plane plug connector 1055 fixing column 1056 of pegging graft.The other end of crossbeam 1054, crossbeam 1057 is supported on respectively on the horizontal support joint of beam column connection part 1038, beam column connection part 1039.
Building frame construction also comprises the identical beam column connection part of structure 1058, beam column connection part 1059, beam column connection part 1060.
As shown in figure 14, beam column connection part 1058 comprises integrated beam column connection part body 1010,1012, two of 1011, one horizontal support joints of a lower pillar stand connection-peg tiltedly descend connection-peg 1013, top layer tiltedly to descend connection-peg 1014 about the centrosymmetric top layer of top layer beam column connection part.Beam column connection part 1060 is identical with the structure of beam column connection part 1058.
As shown in figure 15, what beam column connection part 1059 and beam column connection part 1058 were different is, the horizontal support joint is two, be horizontal support joint 1016, horizontal support joint 1017, horizontal support joint 1016,1017 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
Comprise also that respectively two top layers with beam column connection part 1058 tiltedly descend connection-peg peg graft fixing back timber 1061, back timber 1062, the other end of back timber 1061, back timber 1062 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1036, beam column connection part 1041.Two top layers with beam column connection part 1059 tiltedly descend connection-peg grafting fixing back timber 1063, back timber 1064 respectively.The other end of back timber 1063, back timber 1064 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1037, beam column connection part 1040.Comprise also that respectively two top layers with beam column connection part 1060 tiltedly descend connection-peg peg graft fixing back timber 1065, back timber 1066.The other end of back timber 1065, back timber 1066 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connection part 1038, beam column connection part 39.
Building frame construction also comprises respectively and beam column connection part 1036, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, the first tie-beam 1067 that the tie-beam connection-peg of beam column connection part 1041 is pegged graft and fixed, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the second tie-beam 1072 is with the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the first eaves connector 1073 that the second tie-beam 1072 is pegged graft and fixed, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078.
The second eaves connector 1075 is identical with embodiment 3.The first eaves connector 1073 and the second eaves connector 1075 are symmetrical about the vertical plane of its center.The 3rd eaves connector 1074 is identical with embodiment 2.The second eaves connector 1078, the 3rd eaves connector 1077, the first eaves connector 1076 are symmetrical about the vertical plane of its center with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075 respectively.
Building frame construction also comprises the side bar 1079 on the side bar supported joint that is supported and fixed on the first eaves connector 1073, the 3rd eaves connector 1074, be supported and fixed on the side bar 1080 on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, be supported and fixed on the side bar 1081 on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, be supported and fixed on the side bar 1082 of the 3rd eaves connector 1077, the second eaves connector 1078.
The installation process of tie-beam, eaves connector, side bar comprises:
On the tie-beam connection-peg of the beam column connection part 1036 of the correspondence that first the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071,1072 grafting of the second tie-beam is fixed on, beam column connection part 1037, beam column connection part 1038, beam column connection part 1039, beam column connection part 1040, beam column connection part 1041;
Tie-beam connection-peg with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078 inserts the end of corresponding the first tie-beam 1067, the 3rd tie-beam 1068, the second tie-beam 1069, the first tie-beam 1070, the 3rd tie-beam 1071, the second tie-beam 1072 and pegs graft fixing with the end of tie-beam again;
After finishing tie-beam, eaves connector fixing, side bar 1079 is placed on the side bar supported joint of the first eaves connector 1073, the 3rd eaves connector 1074, directly support side bar 1079 by the side bar supported joint, again the side bar supported joint of the end of side bar 1079 and the first eaves connector 1073, the 3rd eaves connector 1074 is fixed; Side bar 1080 is placed on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, directly support side bar 1080 by the side bar supported joint, again the side bar supported joint of the end of side bar 1080 and the 3rd eaves connector 1074, the second eaves connector 1075 is fixed; Side bar 1081 is placed on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, directly support side bar 1081 by the side bar supported joint, again the side bar supported joint of the end of side bar 1081 and the first eaves connector 1076, the 3rd eaves connector 1077 is fixed; Side bar 1082 is placed on the side bar supported joint of the 3rd eaves connector 1077, the second eaves connector 1078, directly support side bar 1082 by the side bar supported joint, again the side bar supported joint of the end of side bar 1082 and the 3rd eaves connector 1077, the second eaves connector 1078 is fixed.
Embodiment 12
As shown in figure 17, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1121, column 1123, column 1124, column 1120, be distributed in the column 1122 of the center of column 1121, column 1123 lines, be distributed in the column 1125 of the center of column 1124, column 1120 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connection part 1126, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, beam column connection part 1131 on column 1120, column 1121, column 1122, column 1123, column 1124, the column 1125.
As shown in figure 18, beam column connection part 1126 comprises beam column connection part body 1175, the orthogonal horizontal support joint 1176, the horizontal support joint 1177 that are convexly equipped with from beam column connection part body 1,175 two adjacent side levels, the lower pillar stand connection-peg 1178 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1175, from the upper pillar stand connection-peg 1179 that the end face of beam column connection part body 1175 is convexly equipped with straight up, be not provided with the oblique lower tie-beam connection-peg 1180 that is convexly equipped with of angle position of adjacent two sides of supported joint from beam column connection part body 1175.
As shown in figure 19, beam column connection part 1128 comprises beam column connection part body 1181, the orthogonal horizontal support joint 1182, horizontal support joint 1183, the horizontal support joint 1184 that are convexly equipped with from beam column connection part body 1,181 three adjacent side levels, the lower pillar stand connection-peg 1185 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1180, from the upper pillar stand connection-peg 1186 that the end face of beam column connection part body 1180 is convexly equipped with straight up, be not provided with the oblique lower tie-beam connection-peg 1187 that is convexly equipped with in a side of supported joint from beam column connection part body 1180.
Beam column connection part 1127 is symmetrical about the horizontal plane of its center with beam column connection part 1126.Beam column connection part 1127, beam column connection part 1128, beam column connection part 1129 are symmetrical about the horizontal plane of its center with beam column connection part 1126, beam column connection part 1131, beam column connection part 1130 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1126, the crossbeam 1144 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1127, be supported on beam column connection part 1127, the crossbeam 1145 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1128, be supported and fixed on beam column connection part 1128, the crossbeam 1146 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1129, be supported and fixed on beam column connection part 1129, the crossbeam 1147 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1130, be supported and fixed on beam column connection part 1130, the crossbeam 1148 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1131 is supported and fixed on beam column connection part 1131, the crossbeam 1149 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1126.
Building frame construction also comprises respectively and beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, beam column connection part 1131, the 4th tie-beam 1157 that the tie-beam connection-peg of beam column connection part 1126 is pegged graft and fixed, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 5th tie-beam 1156 is with the 4th tie-beam 1157, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 4th eaves connector 1163 that the 5th tie-beam 1156 is pegged graft and fixed, the 6th eaves connector 1164, the 5th eaves connector 1165, the 4th eaves connector 1166, the 6th eaves connector 1167, the 5th eaves connector 1162.
The structure of the 5th eaves connector 1165 is identical with embodiment 1.The 4th eaves connector 1163 and the 5th eaves connector 1165 are symmetrical about the vertical plane of its center.The structure of the 6th eaves connector 1164 is identical with embodiment 2.The 5th eaves connector 1162, the 6th eaves connector 1167, the 4th eaves connector 1166 are symmetrical about the vertical plane of its center with the 4th eaves connector 1163, the 6th eaves connector 1164, the 5th eaves connector 1165 respectively.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1163, side bar 1169 on the side bar supported joint of the 6th eaves connector 1164, be supported and fixed on the 6th eaves connector 1164, side bar 1170 on the side bar supported joint of the 5th eaves connector 1165, be supported and fixed on the 5th eaves connector 1165, side bar 1171 on the side bar supported joint of the 4th eaves connector 1166, be supported and fixed on the 4th eaves connector 1166, side bar 1172 on the side bar supported joint of the 6th eaves connector 1167 is supported and fixed on the 6th eaves connector 1167, the side bar 1173 of the 5th eaves connector 1162.
Building frame construction comprises that also grafting is fixed on beam column connection part 1126 respectively, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, column 1132 on the upper pillar stand connection-peg of beam column connection part 1131, column 1133, column 1134, column 1135, column 1136, column 1137, lower pillar stand connection-peg are pegged graft and are fixed on column 1132, column 1133, column 1134, column 1135, column 1136, beam column connection part 1138 on the column 1137, beam column connection part 1139, beam column connection part 1140, beam column connection part 1141, beam column connection part 1142, beam column connection part 1143.
As shown in figure 20, beam column connection part 1138 comprises beam column connection part body 1188, the orthogonal horizontal support joint 1189, the horizontal support joint 1190 that are convexly equipped with from beam column connection part body 1,188 two adjacent side levels, the lower pillar stand connection-peg 1191 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1188 is not provided with the oblique lower tie-beam connection-peg 1192 that is convexly equipped with of angle position of adjacent two sides of supported joint from beam column connection part body 1188.
As shown in figure 21, beam column connection part 1143 comprises beam column connection part body 1193, the orthogonal horizontal support joint 1194, horizontal support joint 1195, the horizontal support joint 1196 that are convexly equipped with from beam column connection part body 1,193 three adjacent side levels, the lower pillar stand connection-peg 1197 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1193 is not provided with the oblique lower tie-beam connection-peg 1198 that is convexly equipped with in a side of supported joint from beam column connection part body 1193.
Beam column connection part 1141 is symmetrical about the horizontal plane of its center with beam column connection part 1139.Beam column connection part 1138, beam column connection part 1143, beam column connection part 1142 are symmetrical about the horizontal plane of its center with beam column connection part 1139, beam column connection part 1140, beam column connection part 1141 one by one.
Building frame construction also comprises and is supported and fixed on beam column connection part 1138, the crossbeam 1150 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1139, be supported and fixed on beam column connection part 1139, the crossbeam 1151 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1140, be supported and fixed on beam column connection part 1140, the crossbeam 1152 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1141, be supported and fixed on beam column connection part 1141, the crossbeam 1153 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1142, be supported and fixed on beam column connection part 1142, the crossbeam 1154 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1143 is supported and fixed on beam column connection part 1143, the crossbeam 1155 parallel with horizontal plane on relative two the horizontal support joints of beam column connection part 1138.
With beam column connection part 1139, beam column connection part 1140, beam column connection part 1141, beam column connection part 1142, beam column connection part 1143, the tie-beam that the tie-beam connection-peg of beam column connection part 1138 is pegged graft and fixed, with the tie-beam fixing eaves connector of pegging graft, the structure that is supported on the side bar on the eaves connector with beam column connection part 1126, beam column connection part 1127, beam column connection part 1128, beam column connection part 1129, beam column connection part 1130, the tie-beam that the tie-beam connection-peg of beam column connection part 1131 is pegged graft and fixed, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported on the side bar on the eaves connector is identical.
Crossbeam, column, tie-beam, side bar are H shape steel.
Embodiment 13
As shown in figure 22, the peg graft structure of the 4th fixing eaves connector 1201 of beam connection-peg and the 4th tie-beam 1157 is identical with embodiment 4.The beam connection-peg is identical with embodiment 4 with the structure of the 4th eaves connector 1202 that 1158 grafting of the 6th tie-beam are fixed.Structure and the 4th tie-beam 1157 of the 4th eaves connector 1203 that beam connection-peg and 1159 grafting of the 5th tie-beam are fixing are symmetrical about the vertical plane of its center.
Beam connection-peg and the 5th tie-beam 1156 peg graft the 5th fixing eaves connector 1200, beam connection-peg and the 6th tie-beam 1161 peg graft the 6th fixing eaves connector 1205, beam connection-peg and the 4th tie-beam 1160 peg graft the 4th eaves connector 1204 fixed respectively with the 4th eaves connector 1201, the 6th eaves connector 1202, the 5th eaves connector 1203 vertical plane symmetry about its center.Tie-beam, the side bar that is supported on the relative side bar supported joint of eaves connector are the square-tube-shaped steel.
The structure of bilevel tie-beam, eaves connector, side bar is identical.
Embodiment 14
As shown in figure 23, building frame construction, comprise along octagonal eight angle positions by counterclockwise distribution, the column 1250 vertical with horizontal plane, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, column 1257 is pegged graft respectively and is fixed on column 1250, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, the identical beam column connection part 1258 of structure on the column 1257, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, beam column connection part 1265.
As shown in figure 24, beam column connection part 1258 comprises beam column connection part body 1322, the horizontal support joint 1323, the horizontal support joint 1324 that are convexly equipped with from beam column connection part body 1,322 two adjacent side levels, the lower pillar stand connection-peg 1325 that is convexly equipped with straight down from the bottom surface of beam column connection part body 1322, from the upper pillar stand connection-peg 1326 that the end face of beam column connection part body 1322 is convexly equipped with straight up, be not provided with the oblique lower tie-beam connection-peg 1327 that is convexly equipped with of angle position of adjacent two sides of supported joint from beam column connection part body 1322.The angle of horizontal support joint 1323, horizontal support joint 1324 is 135 °.
Building frame construction also comprises and is supported and fixed on beam column connection part 1258, crossbeam 1306 on relative two the horizontal support joints of beam column connection part 1259, be supported and fixed on beam column connection part 1259, crossbeam 1307 on relative two the horizontal support joints of beam column connection part 1260, be supported and fixed on beam column connection part 1260, crossbeam 1308 on relative two the horizontal support joints of beam column connection part 1261, be supported and fixed on beam column connection part 1261, crossbeam 1309 on relative two the horizontal support joints of beam column connection part 1262, be supported and fixed on beam column connection part 1262, crossbeam 1310 on relative two the horizontal support joints of beam column connection part 1263, be supported and fixed on beam column connection part 1263, crossbeam 1311 on relative two the horizontal support joints of beam column connection part 1264, be supported and fixed on beam column connection part 1264, crossbeam 1312 on relative two the horizontal support joints of beam column connection part 1265 is supported and fixed on beam column connection part 1265, crossbeam 1313 on relative two the horizontal support joints of beam column connection part 1258.
Building frame construction also comprises respectively and beam column connection part 1258, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, the 4th tie-beam 1266 that the tie-beam connection-peg of beam column connection part 1265 is pegged graft and fixed, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 5th tie-beam 1273 is respectively with the 4th tie-beam 1266, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 4th eaves connector 1274 that the 5th tie-beam 1273 is pegged graft and fixed, the 5th eaves connector 1275, the 4th eaves connector 1276, the 5th eaves connector 1277, the 4th eaves connector 1278, the 5th eaves connector 1279, the 4th eaves connector 1280, the 5th eaves connector 1281.
The structure of the 4th eaves connector 1277 is identical with embodiment 10.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1274, side bar 1282 on the side bar supported joint of the 5th eaves connector 1275, be supported and fixed on the 5th eaves connector 1275, side bar 1283 on the side bar supported joint of the 4th eaves connector 1276, be supported and fixed on the 4th eaves connector 1276, side bar 1284 on the side bar supported joint of the 5th eaves connector 1277, be supported and fixed on the 5th eaves connector 1277, side bar 1285 on the side bar supported joint of the 4th eaves connector 1278, be supported and fixed on the 4th eaves connector 1278, side bar 1286 on the side bar supported joint of the 5th eaves connector 1279, be supported and fixed on the 5th eaves connector 1279, side bar 1287 on the side bar supported joint of the 4th eaves connector 1280, be supported and fixed on the 4th eaves connector 1280, side bar 1288 on the side bar supported joint of the 5th eaves connector 1281 is supported and fixed on the 5th eaves connector 1288, side bar 1289 on the side bar supported joint of the 4th eaves connector 1274.
Building frame construction comprises that also grafting is fixed on beam column connection part 1258 respectively, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, column 1290 on the upper pillar stand connection-peg of beam column connection part 1265, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, column 1297, lower pillar stand connection-peg are pegged graft and are fixed on column 1290, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, beam column connection part 1298 on the column 1297, beam column connection part 1299, beam column connection part 1300, beam column connection part 1301, beam column connection part 1302, beam column connection part 1303, beam column connection part 1304, beam column connection part 1305.
What the structure of beam column connection part 1298 and beam column connection part 1258 were different is not to be provided with the upper pillar stand connection-peg on beam column connection part 1298.
With beam column connection part 1298, beam column connection part 1299, beam column connection part 1300, beam column connection part 1301, beam column connection part 1302, beam column connection part 1303, beam column connection part 1304, the tie-beam that the tie-beam connection-peg of beam column connection part 1305 is pegged graft and fixed, with the tie-beam fixing eaves connector of pegging graft, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector with beam column connection part 1258, beam column connection part 1259, beam column connection part 1260, beam column connection part 1261, beam column connection part 1262, beam column connection part 1263, beam column connection part 1264, the tie-beam that the tie-beam connection-peg of beam column connection part 1265 is pegged graft and fixed, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector is identical.
Embodiment 15
As shown in figure 25, building frame construction also comprises respectively second tie-beam 1491, three tie-beam 1492, first tie-beam 1493 fixing with main frame structure, with the second tie-beam 1491, the 3rd tie-beam 1492, the first tie-beam 1493 peg graft fixing the second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496.The structure of the first eaves connector 1496 is identical with embodiment 6.The structure of the 3rd tie-beam 1492 is identical with embodiment 7.The second tie-beam 1491 and the first tie-beam 1493 are symmetrical about the vertical plane of its center.Be supported and fixed on the side bar 1497 on the side bar supported joint of the second eaves connector 1494, the 3rd eaves connector 1495, be supported and fixed on the side bar 1498 on the side bar supported joint of the 3rd eaves connector 1495, the first eaves connector 1496.
Building frame construction also comprises respectively the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 with the fixing square-tube-shaped of main frame structure.The beam connection-peg respectively with the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 peg graft fixing the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476.The side bar 1478 that is fixed with in the 7th eaves connector 1476 and the 11 eaves connector 1475 relative side bar supported joint upper supports.The side bar 1477 that is fixed with in the 11 eaves connector 1475 and the 9th eaves connector 1474 relative side bar supported joint upper supports.Edge column connection-peg grafting at the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 is fixed with Second Edge column 1479, the 3rd edge column 1480, first side column 1481.Peg graft at the beam connection-peg of first side beam column connection part 1484 and to be fixed with and the 7th tie-beam 1473 side bar 1490 of array from bottom to top vertically; Peg graft at the beam connection-peg of Second Edge beam column connection part 1482 and to be fixed with and the 9th tie-beam 1471 side bar 1486 of array from bottom to top vertically.The edge column connection-peg of first side beam column connection part 1484, the 3rd side bar post connector 1483, Second Edge beam column connection part 1482 is pegged graft respectively and is fixed on first side column 1481, the 3rd edge column 1480, the Second Edge column 1479.Be fixed with side bar 1489 at first side beam column connection part 1484 with the 3rd side bar post connector 1483 relative side bar supported joint upper supports; Be fixed with side bar 1488 at the 3rd side bar post connector 1483 with Second Edge beam column connection part 1482 relative side bar supported joint upper supports.Side bar 1486, side bar 1490 are welded and fixed with main body frame.
The installation mounting method of tie-beam, eaves connector, side bar comprises:
At first the second tie-beam 1491, the 3rd tie-beam 1492, the first tie-beam 1493 are fixed with main body frame respectively;
Peg graft beam connection-peg and the second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 of the second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496 fixing again;
At last side bar 1497 and the second eaves connector 1494, the 3rd eaves connector 1495 relative side bar supported joints are supported fixingly, side bar 1498 and the 3rd eaves connector 1495, the first eaves connector 1496 relative side bar supported joints are supported and fix.
The installation mounting method of tie-beam, eaves connector, side bar, edge column, side bar post connector comprises:
The first step is fixed the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 with main body frame;
Second step is pegged graft fixing with the 9th tie-beam 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 the beam connection-peg of the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 respectively;
The 3rd step was supported and fixed on side bar 1478 on the 7th eaves connector 1476 side bar supported joint relative with the 11 eaves connector 1475; Side bar 1477 is supported and fixed on the 11 eaves connector 1475 side bar supported joint relative with the 9th eaves connector 1474;
The 4th step pegged graft the edge column connection-peg of Second Edge column 1479, the 3rd edge column 1480, first side column 1481 and the 9th eaves connector 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 fixing;
The 5th step pegged graft fixing with first side column 1481, the 3rd edge column 1480, Second Edge column 1479 the edge column connection-peg of first side beam column connection part 1484, the 3rd side bar post connector 1483, Second Edge beam column connection part 1482 respectively;
The 6th step pegged graft an end of side bar 1490 and the beam connection-peg of first side beam column connection part 1484 and fixes and the other end and the main body frame of side bar is welded and fixed; Side bar 1489 and first side beam column connection part 1484 and the 3rd side bar post connector 1483 relative side bar supported joint upper supports are fixed; Side bar 1488 and the 3rd side bar post connector 1483 and Second Edge beam column connection part 1482 relative side bar supported joint upper supports are fixed; Peg graft the beam connection-peg of an end of side bar 1486 and Second Edge beam column connection part 1482 fixing and the other end and the main body frame of side bar 1486 is welded and fixed.

Claims (20)

1. eaves connector is characterized in that: comprise that integrated eaves connector body, one are convexly equipped with the side bar supported joint of eaves connector body from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, one or two levels; Be provided with the side bar horizontal support face of direct support edge beam end at the side bar supported joint, be provided with at the beam connection-peg and be connected the tie-beam that beam keeps out up and down and keep out face.
2. a kind of eaves connector as claimed in claim 1, it is characterized in that: the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The angle of two side bar supported joints is 180 °.
3. a kind of eaves connector as claimed in claim 1, it is characterized in that: the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The angle of two side bar supported joints more than or equal to 90 ° less than 180 °.
4. a kind of eaves connector as claimed in claim 1, it is characterized in that: beam connection-peg level is convexly equipped with eaves connector body, vertically convexes with edge column post connection-peg in end face or the bottom surface of eaves connector body.
5. such as the described a kind of eaves connector of claim 1 to 4 any one, it is characterized in that: the beam connection-peg comprises the protuberance of outward extending two symmetries of the same face of vertical eaves connector body and horizontal Tile; The face that eaves connector body extends protuberance is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two faces that two protuberances are relative form and are connected that face is kept out on a tie-beam left side of keeping out about beam, face is kept out on the tie-beam right side, and the upper and lower surfaces of two protuberances form to be connected to keep out under face, the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
6. such as the described a kind of eaves connector of claim 1 to 4 any one, it is characterized in that: the beam connection-peg comprises the vertical outward extending square-tube-shaped projection of a face from eaves connector body; The face that extends the square-tube-shaped projection at eaves connector body is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two lateral surfaces are respectively and are connected that face is kept out on a tie-beam left side of keeping out before and after the beam and face is kept out on the tie-beam right side about the square-tube-shaped projection, and up and down two lateral surfaces of square-tube-shaped projection are respectively to be connected to keep out under face and the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
7. such as the described a kind of eaves connector of claim 1 to 4 any one, it is characterized in that: the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support side bar at the side protuberance; Be provided with side by side the stopper protrusion of two symmetries in the end face level that makes progress of side protuberance, the gap between two stopper protrusions forms the first storage tank of vertical component effect that accommodating end is processed to the side bar end of T font.
8. such as the described a kind of eaves connector of claim 1 to 4 any one, it is characterized in that: the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support and connection side bar thereon at the side protuberance; End face at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the second storage tank of accommodating side bar end; Supporting the side bar horizontal plane is the bottom surface of the second storage tank.
9. building frame construction comprises side bar, the tie-beam more than two more than one, it is characterized in that: also comprise the eaves connector identical with the tie-beam number; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with obliquely the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
10. building frame construction as claimed in claim 9, it is characterized in that: tie-beam is H shaped steel or i shaped steel; The beam connection-peg comprises outward extending two symmetries of the same face of vertical eaves connector body and protuberance side by side; Two protuberances of beam connection-peg insert an end of tie-beams, thereby the connecting portion of tie-beam is contained in two gaps between the protuberance and the socket connection of tie-beam end, two protuberances be connected beam from about up and down four direction keep out.
11. building frame construction as claimed in claim 9 is characterized in that: tie-beam is square steel pipe; The square-tube-shaped projection that it is Q-RING that the beam connection-peg comprises from the vertical outward extending cross section of a face of eaves connector body; With the socket connection of tie-beam end, the square-tube-shaped projection is connected beam and keeps out up and down in the square cavities of square-tube-shaped projection insertion tie-beam one end of beam connection-peg.
12. building frame construction as claimed in claim 9 is characterized in that: side bar is H shaped steel or I-steel, and the end of side bar is processed into the T font; End face level at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the first storage tank, is provided with securing member retaining thread hole at each sidewall of the first storage tank; The horizontal part of the T font end of side bar directly is supported on the end face of spacing protuberance, vertical component effect is contained in the first storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and side bar by securing member is pegged graft side bar and two stopper protrusions.
13. building frame construction as claimed in claim 9 is characterized in that: side bar is H shaped steel or I-steel or channel-section steel or square steel pipe; End face at the side protuberance of side bar supported joint is provided with two stopper protrusions side by side, and two stopper protrusion side protuberances corresponding with it form the second storage tank; The end of side bar is contained in the bottom that also directly is supported on the second storage tank in the second storage tank and is connected with the side protuberance.
14. such as the described building frame construction of claim 9 to 13 any one, it is characterized in that: the eaves connector comprises the first eaves connector, the second eaves connector, and tie-beam comprises the first tie-beam, the second tie-beam; The first eaves connector comprises that integrated the first eaves connector body, one from the first eaves connector body level or the beam connection-peg that protrudes obliquely, are convexly equipped with the side bar supported joint of eaves connector body from a side along continuous straight runs of the first eaves connector body;
The second eaves connector and the first eaves connector are symmetrical about the vertical plane of its center;
The beam connection-peg of the first eaves connector is pegged graft and is fixed on the first tie-beam, the beam connection-peg of the second eaves connector is pegged graft and is fixed on the second tie-beam, is fixed with described side bar in the first eaves connector, side bar supported joint upper support that the second eaves connector is relative.
15. building frame construction as claimed in claim 14 is characterized in that: tie-beam also comprises the 3rd tie-beam, and the eaves connector also comprises the 3rd eaves connector of pegging graft and fixing with the 3rd tie-beam;
Two side bar supported joints that the 3rd eaves connector comprises integrated body, is convexly equipped with from two opposing side along continuous straight runs of the 3rd eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 3rd adjacent eaves connector body;
The first tie-beam, the 3rd tie-beam, the second tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 3rd eaves connector at the first eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the second eaves connector at the 3rd eaves connector is fixed with described side bar.
16. such as the described building frame construction of claim 9 to 13 any one, it is characterized in that: the eaves connector comprises the 4th eaves connector, the 5th eaves connector, and tie-beam comprises the 4th tie-beam, the 5th tie-beam; The 4th eaves connector comprises that integrated the 4th eaves connector body, one are from the 4th eaves connector body level or the beam connection-peg that protrudes obliquely, be convexly equipped with two side bar supported joints of the 4th eaves connector body from the adjacent two sides along continuous straight runs of the 4th eaves connector body, two side bar supported joints are positioned at the both sides of the 4th beam connection-peg, the angle of two the 4th side bar supported joints more than or equal to 90 ° less than 180 °;
The 5th eaves connector and the 4th eaves connector are symmetrical about the vertical plane of center;
The beam connection-peg of the 4th eaves connector is pegged graft and is fixed on the 4th tie-beam, the beam connection-peg of the 5th eaves connector is pegged graft and is fixed on the 5th tie-beam, and the side bar supported joint upper support relative with the 5th eaves connector at the 4th eaves connector is fixed with described side bar.
17. building frame construction as claimed in claim 16 is characterized in that: tie-beam also comprises the 6th tie-beam, and the eaves connector also comprises the 6th eaves connector of pegging graft and fixing with the 6th tie-beam;
Two side bar supported joints that the 6th eaves connector comprises integrated the 6th eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 6th eaves connector body, from two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs or direction obliquely are convexly equipped with on the side of the 6th adjacent eaves connector body;
The 4th tie-beam, the 6th tie-beam, the 5th tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 6th eaves connector at the 4th eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the 5th eaves connector at the 6th eaves connector is fixed with described side bar.
18. such as the described building frame construction of claim 9 to 13 any one, it is characterized in that: also comprise first side column, Second Edge column, first side beam column connection part, Second Edge beam column connection part; The eaves connector comprises the 7th eaves connector, the 9th eaves connector, and tie-beam comprises the 7th tie-beam, the 9th tie-beam; Beam connection-peg and side bar supported joint that the 7th eaves connector comprises integrated the 7th eaves connector body, is convexly equipped with from two adjacent side along continuous straight runs of the 7th eaves connector body, the edge column connection-peg that vertically is convexly equipped with from the end face of the 7th eaves connector body;
Side bar supported joint or side bar connection-peg that the first side beam column connection part comprises integrated first side beam column connection part body, is convexly equipped with from two adjacent side along continuous straight runs of first side beam column connection part body, the edge column connection-peg that vertically is convexly equipped with from the bottom surface of first side beam column connection part body;
The 9th eaves connector and the 7th eaves connector are symmetrical about the vertical plane of its center; Second Edge beam column connection part and first side beam column connection part are symmetrical about the vertical plane of its center;
The 7th tie-beam and the 9th tie-beam along continuous straight runs array; The beam connection-peg of the 7th eaves connector, the 9th eaves connector is pegged graft fixing with the 7th tie-beam and the 9th tie-beam respectively; The side bar supported joint upper support relative with the 9th eaves connector at the 7th eaves connector is fixed with described side bar; First side column, Second Edge column are pegged graft respectively and are fixed on the edge column connection-peg of the 7th eaves connector, the 9th eaves connector; On the side bar connection-peg of first side beam column connection part or the side bar supported joint be fixed with and the 7th tie-beam described side bar of array from bottom to top vertically; On the side bar connection-peg of Second Edge beam column connection part or the side bar supported joint fixing with the 9th tie-beam described side bar of array from bottom to top vertically; Side bar supported joint or the side bar connection-peg relative with the Second Edge beam column connection part at the first side beam column connection part are fixed with described side bar; The edge column connection-peg of first side beam column connection part, Second Edge beam column connection part is pegged graft respectively and is fixed on first side column, the Second Edge column.
19. building frame construction as claimed in claim 18, it is characterized in that: also comprise the 3rd edge column, the 3rd side bar post connector, tie-beam comprises also and the 11 tie-beam that the eaves connector also comprises the 11 eaves connector of pegging graft and fixing with the 11 tie-beam;
Two side bar supported joints that the 11 eaves connector comprises integrated the 11 eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 11 eaves connector body, from with two sides that are convexly equipped with side bar supported joint beam connection-peg that all along continuous straight runs is convexly equipped with on the side of the 11 adjacent eaves connector body, the edge column connection-peg that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body;
Two side bar supported joints that the 3rd side bar post connector comprises integrated the 3rd side bar post connector body, be convexly equipped with from two opposing side along continuous straight runs of the 3rd side bar post connector body or side bar connection-peg, the edge column connection-peg that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body;
The 7th tie-beam, the 11 tie-beam, the 9th tie-beam be the along continuous straight runs array successively;
The side bar supported joint upper support relative with the 11 eaves connector at the 7th eaves connector is fixed with described side bar; The side bar supported joint relative with the 9th eaves connector at the 11 eaves connector is fixed with described side bar; Side bar supported joint or the side bar connection-peg relative with the 3rd side bar post connector at the first side beam column connection part are fixed with described side bar; On the 3rd side bar post connector side bar supported joint relative with the Second Edge beam column connection part or the side bar connection-peg be fixed with described side bar; The 3rd edge column is pegged graft and is fixed on the edge column connection-peg of the 11 eaves connector.
20. the mounting method of a building frame construction is characterized in that: building frame construction comprises eaves connector, tie-beam, side bar; The eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar supported joint of eaves connector body; Mounting method comprises:
First tie-beam is fixed on the desired location of main frame structure;
The beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam;
After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar by the side bar supported joint, again the end of side bar is fixed with corresponding side bar supported joint.
CN 201110114966 2011-05-05 2011-05-05 Eave connecting part, building framework structure and mounting method Expired - Fee Related CN102251585B (en)

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PCT/CN2012/075100 WO2012149910A1 (en) 2011-05-05 2012-05-04 Eave-connecting part, framework structure for building and installation method thereof

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* Cited by examiner, † Cited by third party
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CN102251585B (en) * 2011-05-05 2013-05-29 杨东佐 Eave connecting part, building framework structure and mounting method
CN106223494A (en) * 2016-08-22 2016-12-14 沈阳建筑大学 Telescopic steel and wood composite structural connection with spring
CN109457819B (en) * 2018-12-21 2023-10-31 佛山科学技术学院 Building support
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (en) * 1985-09-14 1987-03-26 Gerhard Stroer Structural element for erecting buildings, and also for erecting building models
CN1252476A (en) * 1998-06-03 2000-05-10 王志林 Building component with steel structure
CN2391933Y (en) * 1999-06-14 2000-08-16 王志林 Steel joint for steel structure building
CN1346003A (en) * 2000-09-26 2002-04-24 李鑫全 Steel structure assembling members for light house
CN101024974A (en) * 2007-03-16 2007-08-29 北京城建设计研究总院有限责任公司 Shaped-steel concrete frame-steel supporting structure type steel column preconstraint node
CN201128949Y (en) * 2007-11-01 2008-10-08 孔祥生 Bridge type assembled frame
CN201214813Y (en) * 2008-06-03 2009-04-01 刘城 Cesspool electrodynamic cleaning shovel brush

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280540A (en) * 1997-04-09 1998-10-20 Toshihiro Korosue Plug-in type joint metal fitting for framework of wooden building
JP2003013494A (en) * 2001-07-02 2003-01-15 Panahome Corp Building frame structure of rigid-frame structure
CN101608471B (en) * 2009-07-21 2012-05-23 北京峻谷投资有限公司 Monolithic architecture frame structure
CN101775840B (en) * 2010-01-27 2011-12-07 江苏省电力设计院 Beam column node suitable for quadrate steel pipe column
CN201627265U (en) * 2010-02-03 2010-11-10 杨俊坤 Steel structured mobile tobacco curing house
CN201679098U (en) * 2010-05-14 2010-12-22 北京工业大学 Frame beam column fireproof node with catenary effect
CN102251585B (en) * 2011-05-05 2013-05-29 杨东佐 Eave connecting part, building framework structure and mounting method
CN202248453U (en) * 2011-05-05 2012-05-30 杨东佐 Eave connecting part and building framework structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (en) * 1985-09-14 1987-03-26 Gerhard Stroer Structural element for erecting buildings, and also for erecting building models
CN1252476A (en) * 1998-06-03 2000-05-10 王志林 Building component with steel structure
CN2391933Y (en) * 1999-06-14 2000-08-16 王志林 Steel joint for steel structure building
CN1346003A (en) * 2000-09-26 2002-04-24 李鑫全 Steel structure assembling members for light house
CN101024974A (en) * 2007-03-16 2007-08-29 北京城建设计研究总院有限责任公司 Shaped-steel concrete frame-steel supporting structure type steel column preconstraint node
CN201128949Y (en) * 2007-11-01 2008-10-08 孔祥生 Bridge type assembled frame
CN201214813Y (en) * 2008-06-03 2009-04-01 刘城 Cesspool electrodynamic cleaning shovel brush

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